Loading
Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹24.1 Cr
EMD Value
₹24.1 L
Closing Date
16 Mar 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer, R&B Panchayat Division, Nadiad
Construction Of Slab Drain And Box Culvert On various Places In Kheda District Under MMGSY (N) 2025-26 Package No 06 Ta:- Various Dist.:- Kheda
275815
31 of 2025-26
Open
Civil Works - Bridges
Works
Nadiad
15 documents required · 15 mandatory
₹18,000
Yes
Executive Engineer (R & B ) Panchayat Division Nadiad
₹24.1 L
Yes
12 Feb 2026
12 Feb 2026
12 Feb 2026
16 Mar 2026
12 Feb 2026
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
1 Clearing and grubbing road land including
uprooting rank vegetation grass bushes,
shrubs, sapling and trees girth up to 300 mm
removal of stumps of trees cut earlier and
disposal of unserviceable materials (C) By
mechanical means in area of light jungle.
2 Earthwork for embankment including breaking
clods, dressing with all lead and lift and
including watering rolling and consolidation of
subgrade in layers at O.M.C. to required dry
density including filling the depression which 38975.00 126.68 Cum
occur during the process using power roller 8T
to 10T. (E) From Borrow area within Land
Width (upto 10 ton)
3 Providing, laying, and compacting Quarry
spall for Road side shoulders including
spreading in uniform thickness, including
rolling with vibratory roller 80-100 kN static wt.
to proper grade and camber including
watering etc. complete.
4 Construction of granular sub - base by
providing granular material of Grading-II,
spreading in uniform layers with motor grader
on prepared surface, mixing by mix in place
method with front end loader at OMC, and
compacting with vibratory roller to achieve the
desired density, complete as per clause
5 Providing, laying, spreading and compacting
stone aggregates of specific sizes to water
bound macadam (Grade-I) (B.T. Metal of size
45 to 90 mm) specification including
spreading in uniform thickness, hand packing
, rolling with vibratory roller 80-100 kN static
wt. to proper grade and camber, applying and
brooming, stone screening/binding materials
to fill-up the interstices of coarse aggregate,
watering and compacting etc. complete as per
Specifcation.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
6 Providing, laying, spreading and compacting
stone aggregates of specific sizes to water
bound macadam (Grade-II) (M.C. Metal of
size 40 to 63 mm) specification including
spreading in uniform thickness, hand packing
, rolling with vibratory roller 80-100 kN static
wt. to proper grade and camber, applying and 1518.00 1622.39 Cum
brooming, stone screening/binding materials
to fill-up the interstices of coarse aggregate,
watering and compacting etc. complete as per
Specifcation. (45 to 63mm size M.C. Metal)
(Two Layer)
7 Providing and applying Tack coat, using VG-
30 bitumen at the rate 4.0 kg. / 10 sq.m. on
B.T. surface including cleaning the surface
etc. complete
8 Providing & laying 37.50 mm thick Bituminous
grout base course using B.T. stone aggregate
as per required gradation with asphalt of VG-
30 grade at the rate of 1.99 % i.e. 19.90 Kg /
M.T. including heating & mixing in drum mix
plant transporting the mix spreading the same
by paver finisher and consolidation by
vibratory roller as per MORT&H specification
including cost of all materials fuel, labours,
tools and plant etc using contractors own
drum mix plant etc. comp.
9 Providing & laying 37.50 mm thick Bituminous
macadam using B.T. stone aggregate as per
required gradation with asphalt of VG-30 at
the rate of 3.40 % i.e. 34.0 Kg/M.T. by weight
mix including heating & mixing in drum mix
plant transporting the mix spreading the same
by paver finisher and consolidation by
vibratory roller as per MORT&H specification
including cost of all materials fuel, labours,
tools and plant etc using contractors own
drum mix plant etc. comp.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
10 Providing & laying 20 mm thick premix seal
surfacing using specified graded machine
crushed aggregates with VG-30 grade
bitumen at the rate of 5.1 % i.e. 51.0 Kg/M.T.
by weight mix including heating & mixing in
drum mix plant transporting the mix spreading
the same by paver finisher and consolidation
by vibratory roller as per MORT&H
specification including cost of all materials
fuel, labours, tools and plant etc. comp. and
flushind sand @ rate of 0.30 Cum/ 100 smt.
11 Citizen' s information Board- Providing and
fixing of typical MMGSY information board as
per instruction. Two MS plates of 1.6 mm
thick, of 900 mm x 750mm size fixed at top &
bottom duly welded with MS angles of 25 x
25 x 5 mm thick M.S plate shall be welded by
two vertical M.S flats & four horizontal M.S
flates 5 mm thick to 75 mm x 75 mm of
SWG square tubes posts duly embedded in
cement concrete M-15 grade blocks of 19.00 12266.60 No.
600mm x 600mm x 75mm, below ground
level. Painting New letters & figure of any
shade with ready mixed synthetic enample
paint of superior quality in required shade and
colour, All sections of framed posts and steel
tube will be painted with primer and two coats
of epoxy paints as per drawing Clause
and Annexure 1700.1 (10.16)
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
12 MMGSY "LOGO" Board : Providing and fixing
of MMGSY LOGO informatory sign board with
Logo as per section 1700 of MORD
specifications and drawing. The board will be
a composite unit consisting of Two Plates of
ACM (Aluminum Composite Material),
material specifications as per clause 17001.3.
The top most plate will be of 3mm ACP in
diamond shape of 600x600mm size, riveted
with MS angle iron frame of
25mmx25mmx5mm size on back on edges.
The Lower plate will be of 4mm ACP of
1100x300mm size riveted with MS angle iron
frame of 25mmx25mmx5mm size on back on
edges. Riveting of all the sheets over angle
and flat iron frame will be done neatly to have
plain surface on one side. The angle iron
frame of Both the plates will be welded to a
75mm x75mmx6mm Mild steel post at Centre
and this post will be embeded in cement
concrete M15 grade block of
450x450x600mm below ground level. The
height of the bottom of the lower plate will be
1200mm from normal ground level. The
spacing between the diamond shaped plate
and Lower Plate is kept 150mm. MMGSY
logo, letters and numerals on the ACM should
be made up of Retro Reflective sheeting of
Type-1 AEGP Class-A grade as per the latest
MORD section 1700 and IRC 67-2012
specifications. Al the section of the frame and
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
13 MMGSY Project Information Board: Providing
and fixing of typical PMGSY Project
informatory sign board with Logo as per
of MORD specifications and drawing. The
board will be a composite unit consisting of
Three Plates ACM (Aluminum Composite
Material), material specificaitons as per clause
17001.3. The top most plate will be of 3mm
ACM in diamond shape of 600x600mm size,
riveted with MS angle iron frame of
25mmx25mmx5mm size on back on edges.
The middle 4mm ACM plate of will be
1200x150mm size riveted with MS angle iron
frame of 25mmx25mmx5mm size on back on
edges. The main 4mm ACM lower most plate
will be 1500mmx600mm size, riveted with MS
angle iron frame of 25mmx25mmx5mm size.
Riveting of all the sheets over angle and flat
iron frame will be done neatly to have plain
surface on one side. The angle iron frame of
lower most plate and flat iron frame of the
middle plate will be welded to two nos. 75mm
x75mm (12 SWG) sheet tubes posts placed at
1125mm apart centre to centre. the top of the
middle plate will be flushed with the top of
75mm dia medium steel tube posts and these
posts will be embeded in cement concrete
M15 grade block of 450x450x600mm below
ground level. The height of the bottom of the
lower plate will be 1200mm from normal
ground level and the bottom of the middle
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
14 Hazard Marker Sign :- Providing and fixing sign
boards made out of 2.0 mm aluminium sheet /
mm ACP (Aluminum composite Panel); size
90x30 cms. rectangular as per design of IRC-67-
2012. Pre treated with phospheting process &
acid etching; coated with one coat of epoxy
primer and two coats of best quality epoxy paint ;
reflectorised with High Intensity Prismatic Grade
retro refiective sheeting of Type-4 as per ASTM
D-4956 and latest M.O.S.T. Specifications;
1.8mtr long stand post of Iron Angle 75 x 75 x
6mm / 65NB Circular MS Pipe as required and
frame fabricated from suitable size iron angle of
35 x 35 x 3mm; painted with best quality epoxy
coatings in black and white bends. The details of
symbol for each board shall be as per the 26.00 3518.69 No.
instruction of engineer in charge. The fixing at
site shall be in 1:2:4 CC block of size 45 x 45 x
60 Cms. for each leg including excavation, curing
etc. complete under the supervision of engineer
in charge. A warranty for 7 years for the Retro
reflective sheeting from original manufacturer &
a certified copy of 3 year outdoor exposure test
report from third party test lab for the product
offered shall be submitted by contractor. (B)
Class-B Type-4 Retro Reflective sheeting
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
15 Hazard Marker Sign :- Providing and fixing sign
boards made out of 2.0 mm aluminium sheet /
mm ACP (Aluminum composite Panel); size
90x30 cms. rectangular as per design of IRC-67-
2012. Pre treated with phospheting process &
acid etching; coated with one coat of epoxy
primer and two coats of best quality epoxy paint ;
reflectorised with High Intensity Prismatic Grade
retro refiective sheeting of Type-4 as per ASTM
D-4956 and latest M.O.S.T. Specifications;
1.8mtr long stand post of Iron Angle 75 x 75 x
6mm / 65NB Circular MS Pipe as required and
frame fabricated from suitable size iron angle of
35 x 35 x 3mm; painted with best quality epoxy
coatings in black and white bends. The details of
symbol for each board shall be as per the 12.00 2423.74 No.
instruction of engineer in charge. The fixing at
site shall be in 1:2:4 CC block of size 45 x 45 x
60 Cms. for each leg including excavation, curing
etc. complete under the supervision of engineer
in charge. A warranty for 7 years for the Retro
reflective sheeting from original manufacturer &
a certified copy of 3 year outdoor exposure test
report from third party test lab for the product
offered shall be submitted by contractor. (B)
Class-B Type-4 Retro Reflective sheeting
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
16 Road marking with hot applied thermoplastic
paints with reflectorising glass beads on bitumin
surface providing and laying a hot applied
thermoplastic compound 2.5 mm thick including
reflectorising glass beads @ 250gms per sqm
area, thickness of 2.5mm is excluding of surface
applied glass beds as per IRC:35-2015. The
finished surface to be level, uniform and free
from streaks and holes. zebra patta /bump patta
lane/center line/ edge line/cut patta. The white
color marking should provide liminance
coefficinet on cemend road shalll be min 130 562.00 367.72 Sqmt
mcd/m2/lux and Asphalt road shall be min
mcd/m2/lux during the service life during the day
time. The marking should meet the performance
criteria for night time reflectivity, wet reflectivity
and skid resistance as mentioned in the section-
15 of IRC 35-2015. Warranty for the Retro
reflectivity should be two years.
17 Cat Eye / Road Stud / RPM: Supplying of Molded
Twin Shanks Raised Pavement Markers made of
polycarbonate and ABS moulded body and
reflective panels with micro prismatic lens
capable of providing total internal reflection of the
light entering the lens face and shall support a
load of 13635 kgs. tested in accordance to ASTM
D 4280 Type H and complying to Specifications
of Category A of MORTH Circular No
RW/NH/33023/10-97 DO III Dt 11.06. 1997. The
height, width and length shall not exceed 20 mm,
130 mm and 130 mm and with minimum
reflective area of 13 Sqcm on each side and the
slope to the base shall be 35 +/- 5 degree. The
strength of detachment of the integrated 208.00 326.23 No.
cylindrical shanks, (of diameter not less than
+/- 2 mm and height not less than 30+/- 2 mm)
from the body is to be a minimum value of
Kgf. Fixing will be by drilling holes on the road for
the shanks to go inside, without nails and using
epoxy resin based adhesive as per
manufacturers recommendation and The color of
the marker should be as per the IRC 35-2015
and as directed by Engineer-in-charge.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
18 A Providing and erecting a Double "W" metal
beam crash barrier comprising of 3 mm thick
corrugated sheet metal beam rail, 100 cm
above road / ground level, fixed on ISMC
series channel vertical post, 150 x 75 x 5 mm
spaced 2.0 m centre to centre ,2.0 m high
1.1 m Below ground / road level, all steel parts
and fitments to be galvanised by hot dip
process, all fittings to conform to IS:1367 and 780.00 6332.83 Rmt
IS:1364, metal beam rail to be fixed on the
vertical post with a spacer of channel section
150 x 75 x 5 mm, 800 mm long ,Fixed in M-25
Grade Concrete 1.1 x 0.5 x 0.5 complete as
per clause 810. Reflector type-4 class - B
High Intensity grade at Every Post as per
drawing complete as per clause
19 A Providing and erecting a Single "W" metal
beam crash barrier comprising of 3 mm thick
corrugated sheet metal beam rail, 70 cm
above road / ground level, fixed on ISMC
series channel vertical post, 150 x 75 x 5 mm
spaced 2.0 m centre to centre ,1.8 m high
1.1 m Below ground / road level, all steel parts
and fitments to be galvanised by hot dip
process, all fittings to conform to IS:1367 and 1110.00 4668.86 Rmt
IS:1364, metal beam rail to be fixed on the
vertical post with a spacer of channel section
150 x 75 x 5 mm, 330 mm long ,Fixed in M-25
Grade Concrete 1.1 x 0.5 x 0.5 complete as
per clause 810. Reflector type-4 class - B
High Intensity grade at Every Post as per
drawing complete as per clause
20 Excavation for foundatiuon upto 1.5 m depth
incl. Sorting out & stacking of useful material
& disposing of the excavated stuff upto 50m.
Lead. (B) Dense or hard soil.
21 Providing and filling in foundation with
ordinary cement concrete M- 100 mix and
providing necessary vertical pin headers 2909.90 3245.56 Cum
including formwork, vibrating, ramming and
curing complete.
22 Providing and filling in foundation with
ordinary cement concrete M- 150 mix and
providing necessary vertical pin headers 9287.10 3818.81 Cum
including formwork, vibrating, ramming and
curing complete.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
23 Supplying and fixing reinforced concrete
heavy duty non pres-sure pipes with collars
for culverts incl. Setting and joining the pipes
in C.M. 1:2 watering & laying (two level or
slope ) of 900mm dia. NP3 pipe internal
diametre of IS 458 /
24 Providing TMT Bar FE 500/500D
reinforcement for R.C.C. work including
bending, binding and placing in position
complete upto floor two level
25 Provinding and filling sand below R.C.C. raft
in layers including ramming and watering 28.00 458.14 Cum
26 Dismentalling the existing structure including
removing & stacking the dismentalled
materials as and where directed
27 Providing and laying weep holes in
abutments and return by using PVC
pipes of 100 mm. diameter including laying 4537.00 45.81 No.
in proper grade and jointing etc.complete as
per detailed drawings.
28 Providing and laying - Fitter Media 600mm
thick directed at the back of abutments,
returns and wing walls as per detailed
specifications.
29 White washing with lime on wall surface (two
coats) to give an even shade including
thoroughly booming the surface to remove all 6786.00 12.09 Sqmt
dirt, dust; mortar drops and other foreign
30 Providing and laying contolled cement concret
M-30 and curing complete including
compacting with surface mechanical vibrator,
mechanical floater, chanelling formwork,
grooving including providing dowel bar, tai 1290.00 5388.59 Cum
bar, expantion joint and construction joint
including filling asphalt filler joint as per
instruction of Engineer in charge
31 Providing & casting in situ Controlled
cement concrete M - 250 for Cement
Concrete Road laid as directed including 863.00 5230.00 Cum
tamping, vibrating, finishing, curing, and filling
in joints with bitumen complete.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
32 Compaction and finishing of cement concrete
road by trimix process providing extra labour
charges for the trimix vaCum dewatering
service process on cement concrete road
surface by using vaCum dewatering pump
floater surface vibrator including making
rough finish to surface as per in including
levelling the complete.
33 Providing and adding & laying surface
Hardener in Cement Concrete grade - M-25 at
the rate of 3.0 Kg / 10 Sqmt & spreading on 3231.00 50.50 Kg.
flooring as per directed and instructed by
Engineer in Charge etc. comp.
34 Dismentalling the existing structure including
removing & stacking the dismentalled
materials as and where directed
35 Dismentalling the existing structure including
removing & stacking the dismentalled
materials as and where directed
36 Marking out the centre line of the bridge &
various other component structure & complete
lining out & leveling with the theodolites,
levels, including constructing and establishing
necessary bench marks etc. complete as
37 Excavation for foundation in sand,gravel clay,
soft soils and murrum etc. including sorting,
strutting & dewatering as necessary and 12276.00 486.77 Cum
disposing the excavated stuff as directed. (A)
Depth upto 3.0 M.
38 Excavation in large boulders and soft rock by
welding including shoring, strutting and
dewatering as necessary and disposing of the
excavated stuff as directed.
39 Providing and casting in-situ ordinary
cement concrete M-200 mix and providing
necessary pin headers including shuttering,
scaffolding laying vibrating, curing and
finishing complete without V-grooves.
40 Providing TMT Bar FE 550D reinforcement for
R.C.C. work including bending, binding and
placing in position complete upto floor two
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
41 Providing and casting in situ controlled
cement concrete M-250 for RCC work in pier
caps / Abutment caps & Dirt wall including
ordinary cement concre-te M-250 bed block
or pedestal of required size below bearings 376.00 5200.49 Cum
as per detailed drawings centering, shuttering,
scaffolding wherever necessary laying,
vibrating, curing and finishing complete.
42 Providing and casting in situ controlle
cement concrete M-300 for R.C.C. solid slab
including centering, scaffolding, curing and
finishing complete.
43 Providing and casting in situ controlle
cement concrete M-400 for RCC Crash
Barriar including curing and finishing
44 Providing and laying rubble for appron (each
stone weighting not less than 40Kg.) including
and packing and filing in the interestices with
quarry-spalls.
45 Providing and casting in situ controlle
cement concrete M - 400 for average
mm. thick Wearing coat laid as directed
including tamping, vibrating, finishing, curing,
and filling in joints with bitumen complete.
46 Providing and casting in - situ controlle
cement concrete M-300 for approach slab. 293.00 5246.95 Cum
47 Providing and fixing mild steel dowel bars of
minimum 32mm dia. for anchoring by drilling
holes in foundation strata including necessary
bending, hooking of dowel bars and grouting
the holes complete as per detailed drawing
and as directed.
48 Providing and fixing in position mild steel
mm dowel bars in pier caps for anchorage in
fix end as per detailed drawing including 222.00 339.90 No.
cutting, bending & welding complete.
49 Providing and fixing in position mild steel
mm dowel bars in pier caps for anchorage in
free end as per detailed drawing including 222.00 396.27 No.
cutting, bending & welding complete.
50 Providing 12 mm thick pre-moulded asphalt
filler joints as per drawing.
51 Provding P.V.C. 100 mm diameter water
spouts including necessary iron gratings as 232.00 159.37 No.
per drawings.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
52 Providing and fixing tar papper bearing, shall
be provided between abutment / pier cap and 551.00 151.50 Sqmt
53 Providing flood gauge marks on sub structure
as per design including painting complete. 146.00 159.08 Rmt
54 Providing diversion of road 3.75 mt width for
structure by providing & spreading Earthwork,
200 mm Unscreen GSB, 200mm GSB-II and
20 mm MSS. The Length of road is depend on
site condition etc as directed by Engineer in
Charge. (The diversion shall be maintainance
& repair in all weather season. No any extra
payment shall be made for maintainance &
repair work of diversion)
55 Wall painting (three coats) with Plastic
emulsion paint of approved brands like Apex
or equivalante and manufacture on
undecorated wall surfaces to give an even
shade including thorougnly brushinf the
surface free from mortar droppings and other
foreign matter and sand papered smooth. (
Black & White Strip )
56 Providing 22.50 cm thick stone pitching
including preparing the laying surface in
proper slope and pointing with C:M 1:3 (1 1690.00 580.75 Sqmt
cement: 3 sand) and providing Rain water
chute at every 3 mt interval etc. complete.
57 Providing and casting in-situ controlled
cement concrete M-250 for RCC raft and cut
off walls including shuttering ,laying, vibrating,
ramming , and curing complete.
58 Providing and casting in situ controlled
cement concrete M - 300 for R.C.C. solid
slab including centering, scaffolding, curing & 278.00 5423.09 Cum
finishing comp..(including Apoxy Painting of
Exterior Surface)
59 Providing and casting in-situ controlled
cement concrete M-300 for average 75 mm
thick wearing cost laid as directed including 75.30 4814.57 Cum
tamping, vibrating finishing curing and
60 Providing and casting in-situ controlled
cement concrete M-250 for kerb/kerb blocks
including formwork, curing and finishing
61 Providing and casting in-situ controlled
cement concrete M-300 for approach slab
including formwork curing and finishing
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
62 Providing and placing in position FE 500/500D
bar reinforcement for following items including
cutting bending hooking and tying complete as
per detailed drawing.
63 Providing and fixing post and pipe railing as
per detailed drawing including 3 coats of 271.00 1202.80 Rmt
painting to steel works complete.
64 Providing and filling sand behind abutments
and between returns in layers as directed.
Total Rs.
Rupees TwentyFour Crore Seven Lakh FourtyOne Thousand ThirtyOne and Paisa
SeventyThree Only
I / We / am/are willing to carry out the work at ________________________________% above /
below percent (should be written in figure and words) of the estimated rates mentioned above.
Amount of my/our tender Works out as under.
Estimated Amount Estimated Amount
put to tender Rs. _________ put to tender Rs. _________
Deduct_______% below Add_______% above
Net Rs._________ Net Rs._________
in words ___________ in words ___________
1 The Contractor shall exhibit a board with detailed specification and details of work as directed
by the Engineer-In-Charge for which no extra payment shall be made.
2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3 GST and Income tax TDS will be deducted at a source while making payments of bills.
4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per
Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R.
therefore in R.C.C. items where there is a change as per actual mix design the cost of
difference of cement consumption have been deducted from the rate of original item at the
rate of input rate mentioned in all the tender.
5 Dismentalling of Credit materials amounting of Rs. -11425921.89 must be recovered from
Contractor's respective R.A. Bill.
Signature of Contractor
Dy. Executive Engineer Executive Engineer
Panchayat R.&B. Sub Division Panchayat R.&B.Division
Kapadwanj Nadiad
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
BOQ-Constg Of Structure Work On Various taluka in Kheda Pkg No 06 2025-26.pdf
Enviromental.pdf
General Specification.pdf
GR - 1.pdf
GR - 2.pdf
Pre-Q - Constg Of Structure Work On Various taluka in Kheda Pkg No 06 2025-26.pdf
SBD Book_Constg Of Structure Work On Various taluka in Kheda Pkg No 06 2025-26.pdf
Specification - Constg Of Structure Work On Various taluka in Kheda Pkg No 06 2025-26.pdf
Work Details Pkg No 06 Structure Work.pdf
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .